In robot structure analysis, RC column design, column-note:
Please clarify why the sum value of the loads table (2.4) does not matching the internal forces results from the design combination (2.5.1).
Regards
Solved! Go to Solution.
Solved by Refaat. Go to Solution.
I suposed that all the values in table (2.4) are (unfactored values) once u factored them u will get the same results.
try with (N) but concerning the moments take care that the vaules in table (2.4) are calcluated at column ends (top & bottom). pls , have a look to ARSA help .
Thanks
Refaat
I used the load factors according to shown combination equation, also all the forces values are at the top of column (sections A), still not matching.
thanks
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